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Study on Road Performance of Phase-change Temperature-adjusting Asphalt Mixture

机译:相变温调节沥青混合料的道路性能研究

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Mixing the composite phase change material (CPCM) to asphalt mixture is a new way to solve the worldwide problem of the low-temperature cracking and high temperature rutting of the asphalt pavement. Asphalt mixture with CPCM can remain in the ideal working temperature range for a relatively long time. This paper analyzes the influence of the contents of CPCM on its road performance by laboratory testing. The study shows that mixing CPCM to asphalt mixture had little effect to the optimal asphalt content. For CPCM prepared by polymer shape-stabilized method, the high-temperature stability and the water stability of asphalt mixture increases firstly and then decreases the low-temperature anti-cracking stability decreases firstly and then increases with the increasing of CPCM. For CPCM prepared by carrier-adsorbed packaging process, the high-temperature stability decreases, low-temperature anti-cracking stability decreases firstly and then increases, the water stability increases firstly and then decreases with increasing of CPCM. The results indicate that CPCM has significant influences on its road performance. The optimal content of CPCM is around 0.3%.
机译:将复合相变材料(CPCM)混合到沥青混合物是解决沥青路面低温裂缝和高温辙型的全球问题的新方法。具有CPCM的沥青混合物可以保持在理想的工作温度范围内相对长的时间。本文通过实验室检测分析了CPCM内容对其道路性能的影响。该研究表明,将CPCM与沥青混合料混合对最佳沥青含量几乎没有效果。对于通过聚合物形状稳定的方法制备的CPCM,首先将高温稳定性和沥青混合料的水稳定性增加,然后降低了低温抗裂稳定性稳定性,然后随着CPCM的增加而增加。对于通过载体吸附的包装工艺制备的CPCM,高温稳定性降低,低温抗裂稳定性首先降低,然后增加水稳定性,然后随着CPCM的增加而降低。结果表明,CPCM对其道路性能具有重大影响。 CPCM的最佳含量约为0.3%。

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